CPTu-based cyclic resistance of clay-like soils

Chih Sheng Ku, Der Her Lee, C. Hsein Juang

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Simplified procedures pioneered by Seed and Idriss have been widely accepted and used in practice for assessing cyclic liquefaction resistance and potential of sandy soils. Extension of the simplified procedures to assessing liquefaction resistance of fine-grained soils has not achieved the same degree of success. Ku and Juang proposed a piezocone test (CPTu)-based CRR model that is applicable to both sand-like and clay-like soils. In this paper, this CPTu-based CRR model is used to assess the liquefaction susceptibility of the clay-like soils. The results show that for the most part, the proposed CRR model is quite consistent with the criteria proposed by Bray and Sancio (2006).

Original languageEnglish
Title of host publicationProceedings of the 25th International Ocean and Polar Engineering Conference, ISOPE 2015
PublisherInternational Society of Offshore and Polar Engineers
Pages802-806
Number of pages5
ISBN (Electronic)9781880653890
StatePublished - 2015
Event25th International Ocean and Polar Engineering Conference, ISOPE 2015 - Kona, Big Island, United States
Duration: 21 Jun 201526 Jun 2015

Publication series

NameProceedings of the International Offshore and Polar Engineering Conference
Volume2015-January
ISSN (Print)1098-6189
ISSN (Electronic)1555-1792

Conference

Conference25th International Ocean and Polar Engineering Conference, ISOPE 2015
Country/TerritoryUnited States
CityKona, Big Island
Period21/06/1526/06/15

Keywords

  • Clay-like soils
  • Cyclic resistance ratio (CRR)
  • Liquefaction
  • Piezocone test (CPTu)

Fingerprint

Dive into the research topics of 'CPTu-based cyclic resistance of clay-like soils'. Together they form a unique fingerprint.

Cite this